Period formulas for moment-resisting frame buildings

Journal of Structural Engineering

Volumn 123, Issue 11, 1997, Pages 1454-1461

  Goel, Rakesh K ^b,c   Chopra, Anil K ^a,d  

^a ASCE ^*

^b Syracuse University   (United States)

^c CALIFORNIA POLYTECHNIC STATE UNIVERSITY   (United States)

^d Berkeley   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDING CODES; BUILDINGS; CORRELATION METHODS; DATABASE SYSTEMS; EARTHQUAKES; ESTIMATION; REGRESSION ANALYSIS; REINFORCED CONCRETE;

NORTHRIDGE EARTHQUAKE; RATIONAL ANALYSIS; RAYLEIGH METHOD; SAN FERNANDO EARTHQUAKE; SEISMIC CODE; STEEL MOMENT RESISTING FRAME BUILDING; VIBRATION PERIOD;

NUMERICAL METHODS;

SEISMIC RESPONSE; STRUCTURAL RESPONSE; VIBRATION;

EID: 0031278169     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1997)123:11(1454)     Document Type: Article

References (11)

1. Applied Technological Council. (1978). "Tentative provisions for the development of seismic regulations for buildings." Rep. No. ATC3-06, Applied Technological Council, Palo Alto, Calif.
2. Bertero, V. V., Bendimerad, F. M., and Shah, H. C. (1988). "Fundamental period of reinforced R/C moment-resisting frame structures." Rep. No. 87, John A. Blume Earthquake Engrg. Ctr., Stanford Univ., Stanford, Calif.
3. Chopra, A. K. (1995). Dynamics of structures: theory and applications to earthquake engineering. Prentice-Hall, Inc., Upper Saddle River, N.J.
4. Cole, E. E., Tokas, C. V., and Meehan, J. F. (1992). "Analysis of recorded building data to verify or improve 1991 Uniform Building Code (UBC) period of vibration formulas." Proc., SMIP92, Strong Motion Instrumentation Program, Division of Mines and Geology, California Department of Conservation, Sacramento, Calif.
5. Goel, R. K., and Chopra, A. K. (1997). "Vibration properties of buildings during earthquakes." Rep. to be Published, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Richmond, Calif.
6. Hart, G. C., and Vasudevan, R. (1975). "Earthquake design of buildings: damping." J. of Struct. Div., ASCE, 101(1), 11-30.
7. Housner, G. W., and Brady, A. G. (1963). "Natural periods of vibration of buildings." J. Engrg. Mech. Div., ASCE, 89(4), 31-65.
8. NEHRP recommended provisions for the development of seismic regulations for new buildings. (1994). Building Seismic Safety Council, Washington, D.C.
9. Structural Engineers Association of California. (1988). Recommended lateral force requirements and tentative commentary. Seismological Committee, Structural Engineers Association of California, San Francisco, Calif.
10. Structural Engineers Association of California. (1996). Recommended lateral force requirements and commentary. Seismological Committee, Structural Engineers Association of California, San Francisco, Calif.
11. Uniform building code. (1997). International Conference of Building Officials, Whittier, Calif.